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JP3846227B2 - Cleaning method for underground water flow equipment - Google Patents
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JP3846227B2 - Cleaning method for underground water flow equipment - Google Patents

Cleaning method for underground water flow equipment Download PDF

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Publication number
JP3846227B2
JP3846227B2 JP2001161098A JP2001161098A JP3846227B2 JP 3846227 B2 JP3846227 B2 JP 3846227B2 JP 2001161098 A JP2001161098 A JP 2001161098A JP 2001161098 A JP2001161098 A JP 2001161098A JP 3846227 B2 JP3846227 B2 JP 3846227B2
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water
underground
cleaning
pipe
electric valve
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JP2002348856A (en
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秀樹 深見
孝之 上野
賢 須藤
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Obayashi Corp
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Obayashi Corp
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Description

【0001】
【発明の属する技術分野】
この発明は、地下通水装置の洗浄方法に関し、特に、止水性の地中壁を構築した後に、地下水の流下を可能にする地下通水装置の洗浄方法に関するものである。
【0002】
【従来の技術】
周知のように、地下構造物、例えば、地下鉄や車両専用道路用などの地下トンネルを開削工法で構築する際には、地山の崩壊を防止して、内部の掘削を可能にするために止水性を備えた地中壁が構築される。
【0003】
この種の地中壁を構築する工法は、地中連続壁工法を始めとして、各種各様の方法が提供されているが、地中連続壁工法や柱列壁工法などで構築される地中壁は、地下構造物の本体部を構築した後にも地中に残置される場合がある。
【0004】
ところで、止水性を備えた地中壁を地中に残置しておくと、地下水流を遮断することになり、地中壁の上流側で地下水位が上昇し、下流側では、地下水位が低下するいわゆるダムアップ現象が生じる。
【0005】
そこで、従来は、このようなダムアップ現象を解消するために、地中壁の形成後に、地中壁で遮断された地下水流を連通させる通水路が形成される地下通水装置を設置していた。
【0006】
図3には、この種の地下通水装置の一例が示されている。同図に示した通水装置は、掘削溝1内に鉄筋籠2を建て込み、コンクリート3を打設することで形成した地中壁4内に設けられており、地中壁4の厚み方向を貫通する通水路5を有している。
【0007】
通水路5は、地山側に配置された集水部5aと、一端がこの集水部5aに連通され、ほぼ水平方向に延設された通水管5bとを有している。集水部5aには、地中壁4の内部を通って、地上側に延設される洗浄管6の一端が連通接続され、洗浄管6の他端側は、開閉バルブAを介して、洗浄水7が収容された洗浄タンク8に接続されている。
【0008】
通水管5bの掘削側の端部には、開閉バルブBが設けられている。なお、この開閉バルブBは、内方の根切り掘削後に設置される。また、通水管5bの掘削側には、上方に延設された分岐管5cが設けられていて、分岐管5cの端部には、流量測定用の開閉バルブCが設けられている。
【0009】
このような構成の通水装置では、集水部5aには、通常、土砂などの固形分を濾過するフィルターが使用され、このフィルターが目詰まり状態になると、地下水流の流下が阻害されるので、集水部5aの洗浄を行っていた。
【0010】
この集水部5aの洗浄方法は、まず、開閉バルブAを開放し、開閉バルブB,Cを閉塞し、この状態で、洗浄タンク8から洗浄水7を集水部5aに供給し、この洗浄水7でフィルター層を洗浄し、その後、開閉バルブAを閉塞し、開閉バルブCを閉塞した状態で開閉バルブBを開放して、洗浄後の汚染水を通水管5bを介して外部に排出する。
【0011】
このような洗浄操作は、複数回繰り返され、予め決定される洗浄回数毎に、開閉バルブBを閉塞した状態で、開閉バルブCを開放して、通水管5bを流れる流量を測定し、所定の流量が確保できるまで、洗浄操作と流量測定とを繰り返していた。
【0012】
しかしながら、このような従来の地下通水装置の洗浄方法には、以下に説明する課題があった。
【0013】
【発明が解決しようとする課題】
すなわち、上述した従来の洗浄方法では、通水装置の複数の開閉バルブA,B,Cの開閉操作を手動で行うため、通水装置の設置深度が深い場合などには、少なくとも2名の作業者が必要になり、時間とコストとがかかる。
【0014】
また、この種の通水装置は、地中壁4の延長方向に沿って、通常、複数箇所に設置されるが、この際に、設置数に応じて、より多くの作業員を配置するか、あるいは、洗浄操作を複数回に分けて行うことになり、より一層、時間とコストとが掛かっていた。
【0015】
本発明は、このような従来の問題点に鑑みてなされたものであって、時間とコストの低減が可能になる地下通水装置の洗浄方法を提供することにある。
【0016】
【課題を解決するための手段】
上記目的を達成するために、本発明は、止水性地中壁が地中の地下水流を遮断するように形成され、前記地中壁の形成後に、前記地中壁で遮断された前記地下水流を連通させる通水路が形成される地下通水装置の洗浄方法において、前記通水路は、前記地中壁の地山側に配置される集水部と、この集水部に一端が連通され、前記地中壁の厚み方向を貫通するように埋設される通水管と、前記通水路に介装された第1電動バルブとを備え、前記第1電動バルブの開弁および閉弁を制御する制御器を設け、前記制御器は、前記通水管内の流量が定常水量値以下になった時に、前記集水部に洗浄水を供給して洗浄操作を行うように前記第1電動バルブの開閉を制御し、かつ、洗浄後の前記通水管内の流量が定常水量値以上になると、前記洗浄操作を停止させるようにした。
【0017】
このように構成した地下通水装置の洗浄方法によれば、制御器は、通水管内の流量が定常水量値以下になった時に、集水部に洗浄水を供給して洗浄操作を行うように第1電動バルブの開閉を制御し、かつ、洗浄後の通水管内の流量が定常水量値以上になると、洗浄操作を停止させるので、自動的に集水部の洗浄を行い、その機能を回復させることができる。
【0018】
前記制御器は、タンク内に収容されている前記洗浄水を第2電動バルブの開閉を制御して、前記集水部に供給することができる。
【0019】
この構成によれば、洗浄水の自動供給が可能になる。
【0020】
前記通水管内の流量は、前記通水管に連通接続され、前記通水管の設置深度よりも排出口が上方に位置する分岐管と、前記分岐管を前記制御器からの送出信号を受けて開閉させる第3電動バルブと、前記第3電動バルブの開弁状態で、前記分岐管内を流下する水量が前記定常水量値以上の場合に作動する水位センサーとを備えた流量測定部で計測することができる。
【0021】
この構成によれば、通水管に連通接続され、通水管の設置深度よりも排出口が上方に位置する分岐管の流量により、定常水量値を測定するので、少ない水量測定で、定常流量値の判断が可能になる。
【0022】
また、前記制御器は、前記通水管内に設置した流量計、または、地盤中に設置した水位計で、前記通水管内の流量を間接的ないしは直接的に常時測定し、この測定値が定常水量値以下になったときの入力信号を受けて、前記洗浄操作を開始することができる。
【0023】
この構成によれば、洗浄操作を自動的に開始することができる。
【0024】
【発明の実施の形態】
以下、本発明の好適な実施の形態について、添付図面に基づいて詳細に説明する。図1および図2は、本発明にかかる地下通水装置の洗浄方法の一実施例を示している。
【0025】
同図に示した地下通水装置10は、止水性の地中壁12が地中の地下水流を遮断するように形成されている時に用いられるものであって、地中壁12の形成後に、地中壁12で遮断された地下水流を、上流側と下流側とで連通させる。
【0026】
本実施例の地下通水装置10は、地中壁12の厚み方向をほぼ水平に貫通し、両端が地下水流の上流側と下流側にそれぞれ臨む通水路14を備えている。地中壁12は、本実施例の場合には、地中連続壁工法により構築され、地中に掘削溝16を掘削形成し、鉄筋籠18を建て込んだ後に、掘削溝16内に、コンクリート20を打設して形成される。
【0027】
通水路14は、地中壁12の地山側に配置される集水部22と、鋼管製などの中空円筒状の通水管24と、第1電動バルブ26とを備えている。集水部22は、地中壁12の地山側に配置され、全体形状が概略平板状に形成されている。
【0028】
集水部22は、地中壁12側に配置されるケーシング22aと、フィルター層22bとを備えている。ケーシング22aは、地山側に配置される部分が開口した箱型のものであって、その内部にフィルター層22bが充填されている。
【0029】
この集水部22は、地盤中の所定深度に、所定の幅で存在する地下水を、フィルター層22bで固形分をろ過しながら水分だけを通過させて、内部に取り入れる機能を備えている。
【0030】
また、この集水部22には、地中壁12の内部を通って、地上側に延設される洗浄管28の一端が連通接続され、洗浄管28の他端側は、第2電動バルブ30を介して、洗浄水32が収容され、地上側に設置された洗浄タンク34に接続されている。
【0031】
通水管24は、両端が開口した管体であって、一端側が集水部22に連通接続され、他端側が、通水管24の他端に嵌着固定されたフランジ部25を介して、地中壁12の掘削側に臨むように、地中壁12内にほぼ水平を指向するように配置されている。
【0032】
なお、通水管24の掘削側の開口は、打設するコンクリート20の廻込みを防止するために、地中壁12を構築する際には、プレートなどにより閉塞されている。
【0033】
第1電動バルブ26は、地中壁12の構築後に、その内方側を掘削して、フランジ部25をはつり出し、その端部に通水管24と連通接続される延長管36の端部に配置されている。
【0034】
この第1電動バルブ26は、地上側設置される制御器38(具体的には、パーソナルコンピュータで構成している。)から送出される制御信号を受けて開閉される。
【0035】
制御器38には、第2電動バルブ30と、地山中に埋設され、地下水のレベルを検出する水位計40とが電気的に接続されている。また、本実施例の場合には、通水管24内の流量を測定する流量測定部42が設置されている。
【0036】
この流量測定部42は、分岐管42aと、第3電動バルブ42bと、容器42cと、水位センサー42dとを有している。分岐管42aは、延長管36の上部に設置されていて、この延長管36を介して通水管24に連通接続されている。
【0037】
また、この分岐管42aは、略L字形折曲されていて、その排出口(設置深度H2)が、通水管24の設置深度H1よりも上方に位置している。第3電動バルブ42bは、制御器38からの送出信号を受けて、分岐管42aを開閉させる。
【0038】
容器42cは、分岐管42aの排出口の直下に設置され、第3電動バルブ42bの開弁状態で、分岐管42a内を流下する水を受承する。水位センサー42dは、容器42cの内部に設置されていて、容器42a内に収容された水量が、定常水量値以上の場合に作動する。この水位センサー42dの作動信号は、制御器38に入力される。
【0039】
このような構成の流量測定部42を採用すると、以下に説明する利点がある、すなわち、通水管24は、地下水の流通幅の下端側に設置され、その設置深度H1が比較的深くなるので、通水管24の流量を直接測定すると、図1に示すように、地下水位H0との間の水頭差が大きくなり、流量が多く測定が困難になる。
【0040】
ところが、本実施例のように分岐管42を設けて、その排出口(設置深度H2)を通水管24の設置深度H1よりも上方に位置させて水量値を測定すると、排出口を上方に移動させた分だけ、地下水位H0との間の水頭差が少なくなり、その結果、少ない水量測定で、定常流量値の測定が可能になる。
【0041】
以上のように構成された地下通水装置10では、地中壁12の構築中、ないしは、その内部の根切り掘削、さらには、根切り掘削後の内部構築構造物の構築工事中においては、通水路14は、フランジ部25の閉塞、または、第1電動バルブ26の閉弁により、地下水が地中壁12内を通過して、下流側に流下することを阻止する。
【0042】
そして、工事が完了すると、第1電動バルブ26を開弁させて、地下水の下流側へ流下させて、地中壁12の上流側で地下水位の上昇を防止し、下流側では、地下水位が低下するいわゆるダムアップ現象を排除する。
【0043】
そして、このような供用中に集水部22のフィルター層24bに目詰まりが発生すると、集水部22の洗浄操作が行われる。図2には、この洗浄操作の手順が示されている。
【0044】
同図に示した洗浄操作の手順では、まず、ステップ1で、地下通水装置10における地中壁12の内部での非定常状態が確認された際に実行される。この非定常状態は、具体的には、集水部22の目詰まりにより、地下水の流下が阻害された場合であり、この状態は、本実施例では、水位計40により間接的に検出される。
【0045】
すなわち、地下水の流下が阻害されると地中壁12の上流側で、地下水位が上昇するので、これを水位計40で常時計測することにより検知する。なお、非定常状態の検知は、この水位計40で間接的に検出すること以外に、通水管24の流量を常時流量計で計測して直接的に検知してもよい。
【0046】
このような水位計40の検知信号は、制御器38に入力されているので、この信号を受けた制御器38は、次に、ステップ2で、洗浄水32の注排水の繰り返しを指示し、集水部22および通水管24の洗浄操作を行わせる。
【0047】
この洗浄操作は、▲1▼.必要水量が測定されるように、流量測定部42の水位センサー42dをオン状態にする。▲2▼.第1電動バルブ26を閉弁、第2電動バルブ30を開弁、第3電動バルブ42dを閉弁として、集水部22に洗浄タンク34から洗浄水32を供給する。
【0048】
▲3▼.第1電動バルブ26を開弁、第2電動バルブ30を閉弁、第3電動バルブ42dを閉弁として、洗浄水32の供給を停止して、集水部22を洗浄した汚水を通水管24を介して、外部に排出する。
【0049】
以上の▲2▼,▲3▼の洗浄、排水工程が、所定の回数になった時に、ステップ3で、第1電動バルブ26を閉弁、第2電動バルブ30を閉弁、第3電動バルブ42dを開弁として、流量を流量測定部42により測定し、流量測定部42の水位センサー42dの作動ないしは非作動により、流量が定常流量値以上になったか、否かが判断される。
【0050】
ステップ3で、流量が定常流量値以上になったと判断されると、次のステップ4で、洗浄操作を停止し、その後、通常の地下通水に移行する(ステップ5)。一方、ステップ3で、流量が定常流量値以上になっていないと判断された場合には、ステップ2に戻り、洗浄操作が続行される。
【0051】
さて、以上のように構成した地下通水装置10の洗浄方法によれば、制御器38は、通水管24内の流量が定常水量値以下になった時に、集水部22に洗浄水を供給して洗浄操作を行うように第1電動バルブ26の開閉を制御し、かつ、洗浄後の通水管24内の流量が定常水量値以上になると、洗浄操作を停止させるので、自動的に集水部22の洗浄を行い、その機能を回復させることができる。
【0052】
従って、洗浄にかかる手間が大幅に改善され、作業員の数も少なくて済み、雪駄する通水装置10が複数であって、少人数での作業が可能になり、経済的な面でも非常に有利になる。
【0053】
また、本実施例の場合には、制御器38は、タンク34内に収容されている洗浄水32を第2電動バルブ30の開閉を制御して、集水部22に供給するので、洗浄水32の自動供給が可能になる。
【0054】
さらに、本実施例の場合には、制御器38は、地中に設置した水位計40で、通水管24内の流量を間接的に常時測定し、この測定値が定常水量値以下になったときの入力信号を受けて、洗浄操作を開始するので、洗浄操作を自動的に開始することができる。
【0055】
【発明の効果】
以上、詳細に説明したように、本発明にかかる地下通水装置の洗浄方法によれば、時間とコストの低減が可能になる。
【図面の簡単な説明】
【図1】本発明にかかる地下通水装置の洗浄方法の一実施例を示す洗浄時の説明図である。
【図2】図1の洗浄方法の手順の一例を示すフローチャートである。
【図3】従来の地下通水装置の洗浄方法の一実施例を示す洗浄時の説明図である。
【符号の説明】
10 地下通水装置
12 地中壁
14 通水路
22 集水部
24 通水管
26 第1電動バルブ
28 洗浄管
30 第2電動バルブ
32 洗浄水
38 制御器
42 流量測定部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for cleaning an underground water flow apparatus, and more particularly, to a method for cleaning an underground water flow apparatus that allows groundwater to flow after a water-stopping underground wall is constructed.
[0002]
[Prior art]
As is well known, when constructing underground structures, such as underground tunnels for subways and roads dedicated to vehicles, by the open-cut method, it is necessary to prevent the collapse of natural ground and to allow internal excavation. An underground wall with water is built.
[0003]
Various methods are available for building this type of underground wall, including the underground continuous wall method, but the underground wall constructed by the underground continuous wall method and the column wall method is also used. The wall may be left in the ground even after the main body of the underground structure is constructed.
[0004]
By the way, if the underground wall with water blocking properties is left in the ground, the groundwater flow will be interrupted, and the groundwater level will rise on the upstream side of the underground wall, and the groundwater level will decrease on the downstream side. The so-called dam-up phenomenon occurs.
[0005]
Therefore, conventionally, in order to eliminate such a dam-up phenomenon, after the formation of the underground wall, an underground water passage device has been installed in which a water passage is formed to communicate the groundwater flow blocked by the underground wall. It was.
[0006]
FIG. 3 shows an example of this type of underground water passage device. The water flow device shown in the figure is provided in an underground wall 4 formed by building a reinforcing bar 2 in a digging groove 1 and placing concrete 3 in the thickness direction of the underground wall 4. It has the water channel 5 which penetrates.
[0007]
The water passage 5 has a water collecting part 5a disposed on the natural mountain side and a water pipe 5b having one end communicating with the water collecting part 5a and extending substantially in the horizontal direction. One end of a cleaning pipe 6 extending to the ground side through the inside of the underground wall 4 is connected to the water collecting portion 5a, and the other end side of the cleaning pipe 6 is connected via an opening / closing valve A. It is connected to a cleaning tank 8 in which cleaning water 7 is accommodated.
[0008]
An open / close valve B is provided at the end of the water pipe 5b on the excavation side. The on-off valve B is installed after the inner root excavation. A branch pipe 5c extending upward is provided on the excavation side of the water pipe 5b, and an opening / closing valve C for measuring a flow rate is provided at an end of the branch pipe 5c.
[0009]
In the water flow device having such a configuration, a filter that filters solids such as earth and sand is usually used for the water collecting portion 5a. If this filter becomes clogged, the flow of the groundwater flow is hindered. The water collecting part 5a was washed.
[0010]
The water collecting part 5a is cleaned by first opening the opening / closing valve A and closing the opening / closing valves B and C. In this state, the cleaning water 7 is supplied from the cleaning tank 8 to the water collecting part 5a. Wash the filter layer with water 7, then close the on-off valve A, open the on-off valve B with the on-off valve C closed, and discharge the washed contaminated water to the outside through the water pipe 5b. .
[0011]
Such a washing operation is repeated a plurality of times, and at every predetermined number of times of washing, with the opening / closing valve B closed, the opening / closing valve C is opened, the flow rate flowing through the water pipe 5b is measured, The washing operation and the flow rate measurement were repeated until the flow rate was secured.
[0012]
However, such a conventional method for cleaning an underground water passage device has the following problems.
[0013]
[Problems to be solved by the invention]
That is, in the conventional cleaning method described above, since the opening / closing operation of the plurality of opening / closing valves A, B, and C of the water passage device is manually performed, when the installation depth of the water passage device is deep, the work of at least two people is performed. Person is required, and it takes time and cost.
[0014]
In addition, this type of water flow device is usually installed at a plurality of locations along the extending direction of the underground wall 4, but at this time, depending on the number of installations, should more workers be arranged? Alternatively, the cleaning operation is performed in a plurality of times, which further increases time and cost.
[0015]
This invention is made in view of such a conventional problem, Comprising: It is providing the washing | cleaning method of the underground water-flowing apparatus which can reduce time and cost.
[0016]
[Means for Solving the Problems]
In order to achieve the above object, the present invention provides a water-stopping underground wall formed to block underground water flow, and the groundwater flow blocked by the underground wall after the formation of the underground wall. In the method of cleaning an underground water passage device in which a water passage that allows communication is formed, the water passage is connected to a water collecting portion that is disposed on a natural mountain side of the underground wall, and one end is connected to the water collecting portion, A controller comprising a water conduit buried so as to penetrate the thickness direction of the underground wall, and a first electric valve interposed in the water passage, and controlling opening and closing of the first electric valve And the controller controls the opening and closing of the first electric valve so as to perform a cleaning operation by supplying cleaning water to the water collecting section when the flow rate in the water pipe becomes equal to or less than a steady water amount value. And when the flow rate in the water pipe after cleaning is equal to or greater than the steady water amount, the cleaning operation is performed. It was to allow sealed.
[0017]
According to the cleaning method of the underground water passing device configured as described above, the controller performs the cleaning operation by supplying the cleaning water to the water collecting section when the flow rate in the water pipe becomes equal to or less than the steady water amount value. In addition, when the flow rate in the water conduit after controlling the opening and closing of the first electric valve becomes equal to or higher than the steady water volume value, the cleaning operation is stopped. Can be recovered.
[0018]
The controller can supply the wash water contained in the tank to the water collecting part by controlling opening and closing of the second electric valve.
[0019]
According to this configuration, it is possible to automatically supply cleaning water.
[0020]
The flow rate in the water pipe is connected to the water pipe, the branch pipe whose discharge port is positioned above the installation depth of the water pipe, and the branch pipe opened and closed in response to a transmission signal from the controller. And measuring with a flow rate measuring unit including a third electric valve to be operated and a water level sensor that operates when the amount of water flowing down in the branch pipe is greater than or equal to the steady water amount value when the third electric valve is open. it can.
[0021]
According to this configuration, the steady water volume value is measured by the flow rate of the branch pipe that is connected to the water pipe and the discharge port is located above the installation depth of the water pipe. Judgment becomes possible.
[0022]
In addition, the controller is a flow meter installed in the water pipe or a water level meter installed in the ground, and indirectly or directly measures the flow rate in the water pipe, and the measured value is steady. The washing operation can be started in response to an input signal when the water amount is below the value.
[0023]
According to this configuration, the cleaning operation can be automatically started.
[0024]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, preferred embodiments of the invention will be described in detail with reference to the accompanying drawings. 1 and 2 show an embodiment of a method for cleaning an underground water passing device according to the present invention.
[0025]
The underground water flow device 10 shown in the figure is used when the water-stopping underground wall 12 is formed so as to block the underground water flow in the ground, and after the underground wall 12 is formed, The groundwater flow blocked by the underground wall 12 is communicated between the upstream side and the downstream side.
[0026]
The underground water flow device 10 of the present embodiment includes a water passage 14 that penetrates the thickness direction of the underground wall 12 substantially horizontally and that both ends face the upstream side and the downstream side of the groundwater flow, respectively. In the case of the present embodiment, the underground wall 12 is constructed by the underground continuous wall construction method. After the excavation groove 16 is excavated and the reinforcing bar 18 is built in the underground, the concrete is inserted into the excavation groove 16 in the concrete. 20 is formed.
[0027]
The water flow path 14 includes a water collecting portion 22 disposed on the ground mountain side of the underground wall 12, a hollow cylindrical water flow pipe 24 made of steel pipe or the like, and a first electric valve 26. The water collection part 22 is arrange | positioned at the natural mountain side of the underground wall 12, and the whole shape is formed in the substantially flat plate shape.
[0028]
The water collecting section 22 includes a casing 22a disposed on the underground wall 12 side and a filter layer 22b. The casing 22a is a box-shaped one having an open portion disposed on the natural mountain side, and the inside thereof is filled with a filter layer 22b.
[0029]
This water collection part 22 has a function of allowing groundwater existing at a predetermined depth in the ground to pass through only a moisture while filtering the solid content with a filter layer 22b.
[0030]
In addition, one end of a cleaning pipe 28 extending to the ground side through the inside of the underground wall 12 is connected to the water collecting portion 22, and the other end side of the cleaning pipe 28 is connected to the second electric valve. A wash water 32 is accommodated via 30 and connected to a wash tank 34 installed on the ground side.
[0031]
The water pipe 24 is a pipe body that is open at both ends, and one end side is connected to the water collecting part 22, and the other end side is connected to the ground via a flange part 25 that is fitted and fixed to the other end of the water pipe 24. It arrange | positions so that it may face substantially horizontal in the underground wall 12 so that the excavation side of the intermediate wall 12 may be faced.
[0032]
The opening on the excavation side of the water pipe 24 is closed by a plate or the like when the underground wall 12 is constructed in order to prevent the concrete 20 to be placed from entering.
[0033]
After the construction of the underground wall 12, the first electric valve 26 excavates the inner side thereof, hangs out the flange portion 25, and connects the end portion of the extension pipe 36 that is connected to the water pipe 24 to the end portion thereof. Has been placed.
[0034]
The first electric valve 26 is opened and closed in response to a control signal sent from a controller 38 (specifically, a personal computer) installed on the ground side.
[0035]
The controller 38 is electrically connected to the second electric valve 30 and a water level meter 40 that is buried in the ground and detects the level of groundwater. In the case of the present embodiment, a flow rate measuring unit 42 that measures the flow rate in the water pipe 24 is installed.
[0036]
The flow rate measuring unit 42 includes a branch pipe 42a, a third electric valve 42b, a container 42c, and a water level sensor 42d. The branch pipe 42 a is installed on the upper part of the extension pipe 36, and is connected to the water pipe 24 through the extension pipe 36.
[0037]
Further, the branch pipe 42 a is bent in a substantially L shape, and the discharge port (installation depth H <b> 2) is located above the installation depth H <b> 1 of the water pipe 24. The third electric valve 42b receives the sending signal from the controller 38 and opens / closes the branch pipe 42a.
[0038]
The container 42c is installed directly under the outlet of the branch pipe 42a, and receives water flowing down through the branch pipe 42a when the third electric valve 42b is opened. The water level sensor 42d is installed inside the container 42c and operates when the amount of water stored in the container 42a is equal to or greater than the steady water amount value. The operation signal of the water level sensor 42d is input to the controller 38.
[0039]
Adopting the flow rate measuring unit 42 having such a configuration has the following advantages, that is, the water pipe 24 is installed at the lower end side of the distribution width of the groundwater, and its installation depth H1 becomes relatively deep. When the flow rate of the water pipe 24 is directly measured, as shown in FIG. 1, the water head difference from the groundwater level H0 becomes large, and the flow rate is large and measurement is difficult.
[0040]
However, when the branch pipe 42 is provided as in this embodiment and the discharge port (installation depth H2) is positioned above the installation depth H1 of the water pipe 24 and the water amount is measured, the discharge port is moved upward. Accordingly, the difference in water head from the groundwater level H0 is reduced, and as a result, the steady flow rate value can be measured with a small amount of water.
[0041]
In the underground water passing device 10 configured as described above, during the construction of the underground wall 12, or during the root cutting excavation inside, and further during the construction work of the internal structure after the root cutting excavation, The water passage 14 prevents the groundwater from passing through the underground wall 12 and flowing downstream by closing the flange portion 25 or closing the first electric valve 26.
[0042]
When the construction is completed, the first electric valve 26 is opened to flow downstream of the groundwater to prevent the groundwater level from rising upstream of the underground wall 12. Eliminate so-called dam-up phenomenon.
[0043]
And if clogging occurs in the filter layer 24b of the water collecting part 22 during such operation, the water collecting part 22 is washed. FIG. 2 shows the procedure of this cleaning operation.
[0044]
In the procedure of the cleaning operation shown in the figure, first, it is executed in Step 1 when an unsteady state inside the underground wall 12 in the underground water passage device 10 is confirmed. Specifically, this unsteady state is a case where the flow of groundwater is hindered due to clogging of the water collecting portion 22, and this state is indirectly detected by the water level meter 40 in this embodiment. .
[0045]
That is, when the groundwater flow is inhibited, the groundwater level rises on the upstream side of the underground wall 12, and this is detected by constantly measuring this with the water level meter 40. In addition, the detection of the unsteady state may be detected directly by always measuring the flow rate of the water pipe 24 with a flow meter in addition to indirectly detecting with the water level meter 40.
[0046]
Since such a detection signal of the water level gauge 40 is input to the controller 38, the controller 38 that has received this signal next instructs the repetition of the drainage of the wash water 32 in step 2, The water collecting unit 22 and the water pipe 24 are cleaned.
[0047]
This washing operation is performed by (1). The water level sensor 42d of the flow rate measurement unit 42 is turned on so that the required water amount is measured. (2). The first electric valve 26 is closed, the second electric valve 30 is opened, and the third electric valve 42d is closed, and the cleaning water 32 is supplied from the cleaning tank 34 to the water collecting section 22.
[0048]
(3). The first electric valve 26 is opened, the second electric valve 30 is closed, the third electric valve 42d is closed, the supply of the wash water 32 is stopped, and the sewage through which the water collecting section 22 is washed is passed through the water pipe 24. It is discharged to the outside through.
[0049]
When the above washing and draining steps (2) and (3) have reached a predetermined number of times, in step 3, the first electric valve 26 is closed, the second electric valve 30 is closed, and the third electric valve 42d is opened, the flow rate is measured by the flow rate measurement unit 42, and it is determined whether or not the flow rate has reached or exceeded the steady flow rate value by the operation or non-operation of the water level sensor 42d of the flow rate measurement unit 42.
[0050]
If it is determined in step 3 that the flow rate is equal to or higher than the steady flow rate value, the cleaning operation is stopped in the next step 4, and then the normal underground water transfer is performed (step 5). On the other hand, if it is determined in step 3 that the flow rate is not equal to or higher than the steady flow rate value, the process returns to step 2 and the cleaning operation is continued.
[0051]
Now, according to the cleaning method of the underground water passing device 10 configured as described above, the controller 38 supplies cleaning water to the water collecting unit 22 when the flow rate in the water flow pipe 24 becomes equal to or less than the steady water amount value. Then, the opening and closing of the first electric valve 26 is controlled so as to perform the cleaning operation, and the cleaning operation is stopped when the flow rate in the water flow pipe 24 after the cleaning becomes equal to or higher than the steady water amount value. The part 22 can be cleaned to restore its function.
[0052]
Accordingly, the labor required for cleaning is greatly improved, the number of workers is small, and there are a plurality of water passing devices 10 for removing snow, which enables work with a small number of people, which is very economical. Become advantageous.
[0053]
In the case of the present embodiment, the controller 38 controls the opening and closing of the second electric valve 30 to supply the cleaning water 32 accommodated in the tank 34 to the water collecting section 22. 32 automatic supply becomes possible.
[0054]
Furthermore, in the case of the present embodiment, the controller 38 indirectly and constantly measures the flow rate in the water pipe 24 with the water level meter 40 installed in the ground, and this measured value is less than the steady water amount value. Since the cleaning operation is started in response to the input signal, the cleaning operation can be started automatically.
[0055]
【The invention's effect】
As described above in detail, according to the method for cleaning an underground water passing device according to the present invention, time and cost can be reduced.
[Brief description of the drawings]
FIG. 1 is an explanatory view at the time of cleaning showing an embodiment of a cleaning method for an underground water passing device according to the present invention.
FIG. 2 is a flowchart showing an example of a procedure of the cleaning method of FIG.
FIG. 3 is an explanatory view at the time of cleaning showing an embodiment of a cleaning method for a conventional underground water passing device.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Underground water flow equipment 12 Underground wall 14 Water flow path 22 Water collection part 24 Water flow pipe 26 1st electric valve 28 Washing pipe 30 2nd electric valve 32 Washing water 38 Controller 42 Flow measurement part

Claims (4)

止水性地中壁が地中の地下水流を遮断するように形成され、前記地中壁の形成後に、前記地中壁で遮断された前記地下水流を連通させる通水路が形成される地下通水装置の洗浄方法において、
前記通水路は、前記地中壁の地山側に配置される集水部と、この集水部に一端が連通され、前記地中壁の厚み方向を貫通するように埋設される通水管と、前記通水路に介装された第1電動バルブとを備え、
前記第1電動バルブの開弁および閉弁を制御する制御器を設け、
前記制御器は、前記通水管内の流量が定常水量値以下になった時に、前記集水部に洗浄水を供給して洗浄操作を行うように前記第1電動バルブの開閉を制御し、かつ、洗浄後の前記通水管内の流量が定常水量値以上になると、前記洗浄操作を停止させることを特徴とする地下通水装置の洗浄方法。
Underground water flow in which a water-stopping underground wall is formed so as to block underground water flow in the ground, and after the formation of the underground wall, a water passage is formed to connect the underground water flow blocked by the underground wall. In the cleaning method of the apparatus,
The water channel is a water collecting part disposed on the ground mountain side of the underground wall, and a water pipe embedded in one end of the water collecting part and penetrating in the thickness direction of the underground wall; A first electric valve interposed in the water passage,
A controller for controlling opening and closing of the first electric valve;
The controller controls opening and closing of the first electric valve so as to perform a cleaning operation by supplying cleaning water to the water collecting section when a flow rate in the water pipe becomes equal to or less than a steady water amount value; and The cleaning method for an underground water passing device, wherein the cleaning operation is stopped when a flow rate in the water pipe after cleaning becomes equal to or greater than a steady water amount value.
前記制御器は、タンク内に収容されている前記洗浄水を第2電動バルブの開閉を制御して、前記集水部に供給することを特徴とする請求項1記載の地下通水装置の洗浄方法。The said controller controls the opening and closing of a 2nd electric valve and supplies the said wash water accommodated in the tank to the said water collection part, The washing | cleaning of the underground water flow apparatus of Claim 1 characterized by the above-mentioned. Method. 前記通水管内の流量は、前記通水管に連通接続され、前記通水管の設置深度よりも排出口が上方に位置する分岐管と、前記分岐管を前記制御器からの送出信号を受けて開閉させる第3電動バルブと、前記第3電動バルブの開弁状態で、前記分岐管内を流下する水量が前記定常水量値以上の場合に作動する水位センサーとを備えた流量測定部で計測することを特徴とする請求項1または2記載の地下通水装置の洗浄方法。The flow rate in the water pipe is connected to the water pipe and is opened and closed in response to a sending signal from the controller, and a branch pipe whose discharge port is located above the installation depth of the water pipe. And measuring with a flow rate measuring unit comprising: a third electric valve to be operated; and a water level sensor that operates when the amount of water flowing down in the branch pipe is greater than or equal to the steady water amount value in the open state of the third electric valve. The method for cleaning an underground water passage device according to claim 1 or 2. 前記制御器は、前記通水管内に設置した流量計、または、地盤中に設置した水位計で、前記通水管内の流量を間接的ないしは直接的に常時測定し、この測定値が定常水量値以下になったときの入力信号を受けて、前記洗浄操作を開始することを特徴とする請求項1から3のいずれか1項記載の地下通水装置の洗浄方法。The controller is a flow meter installed in the water pipe or a water level meter installed in the ground, and indirectly or directly measures the flow rate in the water pipe, and this measured value is a steady water quantity value. The method for cleaning an underground water passing device according to any one of claims 1 to 3, wherein the cleaning operation is started in response to an input signal when:
JP2001161098A 2001-05-29 2001-05-29 Cleaning method for underground water flow equipment Expired - Fee Related JP3846227B2 (en)

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